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Creep in Rock Salt

Authors: Paul Le Comte;

Creep in Rock Salt

Abstract

The effects of temperature to 300° C, confining pressure to 1 kilobar, stress difference to 138 bars, and increased grain size on the creep behavior of rock salt were investigated. The creep tests were carried out on artificial polycrystalline rock-salt specimens and on one single crystal. An increase in either temperature or stress difference increases the creep rate considerably. An increase in confining pressure or grain size decreases the creep rate somewhat. The activation energy for creep in rock salt was found to range from 125,000 cal/mol at 29° C. to 30,000 cal/mol at 300° C. The creep curves of this work are well defined by the equation $$\epsilon = A + Bt^{n}$$, where $$\epsilon$$ is the deformation at a time t after application of load, and A, B, and n are constants with 0 < n < 1. A creep theory based on the intersection of moving dislocations and on dynamic recovery as creep-controlling mechanisms is considered.

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Powered by OpenAIRE graph
Found an issue? Give us feedback
selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
93
Top 10%
Top 1%
Average
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